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Home My WebLink AboutApp# 12-A029FrTO P OF FOUNDATION ELEV.- 109.50 DEPTH HORIZ TEXTURE .COLOR MOTT. OTHER 9.50 A LOAMY SAND 10YR3/1 NO 1/8- TO 1/2' 2-6 E M t0YR3/1 88,00 MAX. WASHED STONE VENT 102 00 4' CAST IRON PIPE LOAMY SAND 10YR6/8 E„ 93 75 MIN. REQUIRED ' B Ems• = (OR EQUAL) MINIMUM FINE SAND 2.5Y7/3 SCALE 1 " _ 20 JJJ PITCH 1/4' PER FT. z z9-32 REVISED �I J 1J TEE tOYR6/8 FLOW UNE 32-120 9&00 � PINE SAND ELEV. = 100.00 10 MIN. 22 oo 0100 97.00 LEVOEL e a o o ELEy, = 91.87 �e t ELEV. _ GAS ELEV. = 92.87 6' SUMP ELEV. = 92.50 - BAFFLE DISTRIBUTION LIQUID OUTLET.�,,, : ELEV. - BOX (H-ZO) ��` 10 HIGH CAPACITY INFILTRATORS WITH STONE IN AN DEPTH T TEE(TO 14 IN ES BE PLACED ON FIRM BASE) TO BE WATER TESTED i - 10 07 DEPTH HORIZ TEXTURE .COLOR MOTT. OTHER 0-2 A LOAMY SAND 10YR3/1 NO 2-6 E LOAMY SAND 10YR6/2 t0YR3/1 'NO 6-22 B LOAMY SAND 10YR6/8 E„ LOAMY SAND 22-132 C FINE SAND 2.5Y7/3 SCALE 1 " _ 20 JJJ 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11x X 72' X 10' TRENCH FORMATION 6 FEET 24 INCHES 1500 GALLON WELL NA NO WATER ENCOUNTERED AT _13Z ELEV. _ _81:15 - NO WATER ENCOUNTERED AT _120- � ELEV, _ _A4 AS 7 FEET 29 INCHES (TO PLACED ON FIRM BASE)J ZONE SOIL ABSORPTION 8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2' CLEANINDEX' - DOUBLE WASHED STONE SYSTEM (SAS) (H-20) ADJUST - MEE OF FINES & SILT DESIGN- CALCULATIONS USGS PROBABLE WATER TABLE ELEV- = _ NUMBER OF 13EDROOMS 6 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _81.60 TOTAL ESTIMATED FLOW : ( 110 GAL:/ n/tAY X _8 ER.) X60- GAL/DAY REQUIRED SEPTIC TANK CAPACITY -320_ GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL °v�� vL CLASSIFICATION I E DR<5 SIGN P COLA11ON RATE MIN./IN. LEGEND: V � O� EFFLUENT LOADING RATE -9,7.4_ GAL/DAY/S.F. EXISTING SPOT ELEVATION 00,0 (J LEACHING AREA 930.33 SQ. FT. EXISTING CONTOUR ----00---- \ - (11X72)F(83X2)10/12) FINAL SPOT ELEVATION ®00. ' LEACHING CAPACITY (AREA X RATE) I88.44 GAL/DAY FINAL CONTOUR 1�— J 930.33 X 0.74 SOIL TEST LOCATION - - RESERVE LEACHING CAPACITY 888.44 GAL./DAY UTILITY POLE -0- 0 TOWN WATER sW w J �� NOTES: CATCH BASIN t®N n O GAS UNEC \ 'O 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. CLEAN OUT C.6 ob TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR CESSPOOL C.P. Q - _ THE 11 Y 2. ALL CO RS TO SANURFACE ITARY UNITOSAL OFS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. v 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF r 4C WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDEROR WITHIN �O C , 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 1 USED UNDER OR WITHIN 10 FL OF DRIVES OR PARKING AREAS. Gv �� \. I �� 7()O 4. ANY MORTARED I UNITS USED TO BRING COVERS TO GRADE SHALL V / � � J BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH O DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO Q �� O� O� - - �� . - 1 `✓ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. h - - 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR JJJ IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS °O �P �� x 112, 21 PRIOR TO COMMENCING WORK ON Q SITE - x t` 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS v� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION q�43.53 �r('.j�r;�1,':¢? IMMEDIATELY. - IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 41 8. PARCEL IS IN FLOOD ZONE C ,14 9 . LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL W-2 /Ll 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). / O ' `81 �P --10- o 113.6 6 o ?' I ' (O , WALKOUT ClyO DELA Cg FNO, <?7 ,L %% ' KA RRA vN SIRCOM )0 ORl VE MA 02675 )G. 196 Q�. =�_�• q� T +3jLoape 1 PGS"' 7TH+ 14,33 E WGGO OR V 6 75 9LL1N RT MA 025 JTHP �2 PG. 160 4- �C. 46 d 143 PGL. FIN GYNAMAX IA L. GRIFORIVE OLLIN GWO MA 02675 G 22MGN T HPGRS PG. 184 N �R BK 1012 J PROPOS ED,,DµELLNC; -� 3 BEDROOMS OLD KING'S HIGHlNAY'MAR 27 20 12 o DUMAS IN kk YARVO1 i 1 H i { rv, No. fi19 O D PLNG°t y APPROVED: BOARD OF HEALTH DATE AGENT' DEPTH HORIZ TEXTURE. COLOR MOTT. IOTHER 0-5 A LOAMY SAND t0YR3/1 'NO 1 5-9 E„ LOAMY SAND 10YR6/1 DATE APR. 4, 2007 1 SCALE 1 " _ 20 JJJ z9-32 REVISED �I J 1J LOAMY SAND tOYR6/8 LOCATION MAP 32-120 C PINE SAND 2.5Y7/3 j �e t 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11x X 72' X 10' TRENCH FORMATION 6 FEET 24 INCHES 1500 GALLON WELL NA NO WATER ENCOUNTERED AT _13Z ELEV. _ _81:15 - NO WATER ENCOUNTERED AT _120- � ELEV, _ _A4 AS 7 FEET 29 INCHES (TO PLACED ON FIRM BASE)J ZONE SOIL ABSORPTION 8 FEET 34 INCHES SEPTIC TANK 3/4' TO 1 1/2' CLEANINDEX' - DOUBLE WASHED STONE SYSTEM (SAS) (H-20) ADJUST - MEE OF FINES & SILT DESIGN- CALCULATIONS USGS PROBABLE WATER TABLE ELEV- = _ NUMBER OF 13EDROOMS 6 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _81.60 TOTAL ESTIMATED FLOW : ( 110 GAL:/ n/tAY X _8 ER.) X60- GAL/DAY REQUIRED SEPTIC TANK CAPACITY -320_ GAL ACTUAL SIZE OF SEPTIC TANK 1500 GAL °v�� vL CLASSIFICATION I E DR<5 SIGN P COLA11ON RATE MIN./IN. LEGEND: V � O� EFFLUENT LOADING RATE -9,7.4_ GAL/DAY/S.F. EXISTING SPOT ELEVATION 00,0 (J LEACHING AREA 930.33 SQ. FT. EXISTING CONTOUR ----00---- \ - (11X72)F(83X2)10/12) FINAL SPOT ELEVATION ®00. ' LEACHING CAPACITY (AREA X RATE) I88.44 GAL/DAY FINAL CONTOUR 1�— J 930.33 X 0.74 SOIL TEST LOCATION - - RESERVE LEACHING CAPACITY 888.44 GAL./DAY UTILITY POLE -0- 0 TOWN WATER sW w J �� NOTES: CATCH BASIN t®N n O GAS UNEC \ 'O 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. CLEAN OUT C.6 ob TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR CESSPOOL C.P. Q - _ THE 11 Y 2. ALL CO RS TO SANURFACE ITARY UNITOSAL OFS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. v 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF r 4C WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDEROR WITHIN �O C , 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 1 USED UNDER OR WITHIN 10 FL OF DRIVES OR PARKING AREAS. Gv �� \. I �� 7()O 4. ANY MORTARED I UNITS USED TO BRING COVERS TO GRADE SHALL V / � � J BE MORTARED IN PLACE. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH O DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO Q �� O� O� - - �� . - 1 `✓ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. h - - 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR JJJ IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS °O �P �� x 112, 21 PRIOR TO COMMENCING WORK ON Q SITE - x t` 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS v� SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION q�43.53 �r('.j�r;�1,':¢? IMMEDIATELY. - IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 41 8. PARCEL IS IN FLOOD ZONE C ,14 9 . LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL W-2 /Ll 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5 AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). / O ' `81 �P --10- o 113.6 6 o ?' I ' (O , WALKOUT ClyO DELA Cg FNO, <?7 ,L %% ' KA RRA vN SIRCOM )0 ORl VE MA 02675 )G. 196 Q�. =�_�• q� T +3jLoape 1 PGS"' 7TH+ 14,33 E WGGO OR V 6 75 9LL1N RT MA 025 JTHP �2 PG. 160 4- �C. 46 d 143 PGL. FIN GYNAMAX IA L. GRIFORIVE OLLIN GWO MA 02675 G 22MGN T HPGRS PG. 184 N �R BK 1012 J PROPOS ED,,DµELLNC; -� 3 BEDROOMS OLD KING'S HIGHlNAY'MAR 27 20 12 o DUMAS IN kk YARVO1 i 1 H i { rv, No. fi19 O D PLNG°t y APPROVED: BOARD OF HEALTH DATE AGENT' Locvs Z (}- li t 5>� t� 0A PROPOSED SEPTIC DESIGN FOR 17AMEN CORPORATION PROJECT LOCATION LOTI 31 WALDEN TTAY. YARMOUTH Sr?LMER LNGflVZ=lG 235 GREAT WESTERN ROAD 508-P. O. BOX 713 398-3922 : SOUTH DENNIS, MASS. 02660 DATE APR. 4, 2007 1 SCALE 1 " _ 20 JJJ JOB NO. 5607-01 REVISED �I J LOCATION MAP REVISED SHEET 1 OF -1